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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC NO 110 GALI NO 2 NEAR BIJLI BOARD PRAKASH VIHAR PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹37.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹37.9 LRejected-Finance | ₹37.9 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹39.3 LRejected-Finance NEAR BADI CHAUPAL VILLAGE LOHINA TEHSIL HODAL DISTRICT PALWAL | HODAL | PALWAL | HARYANA | ₹39.3 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹39.9 LRejected-Finance HOUSE NO 9 V P O KONDAL TEHSIL HATHIN DISTT PAIWAL 121103 | KONDAL | PALWAL | HARYANA | 121103 | ₹39.9 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| 5 | L5₹39.9 LRejected-Finance VILLAGE LOHINA TEHSIL HODAL DISTRICT PALWAL 121106 | LOHINA | PALWAL | HARYANA | 121106 | ₹39.9 L | L5 | Rejected-Finance Reject due to higher rate quoted |
| Sl No | Description | Qty | Unit | hem singh contractor L5 | JS Construction L6 | CREATIVE COLLECTION L2 | VARSHA ENTERPRISES L3 | A.ONE CONTRACTOR L1 | RAGHAV ENTERPRISES L2 | Jagannath Infra Projects L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 398.51 | cum | 500 ₹2.0 L | 490 ₹2.0 L | 427 ₹1.7 L | 428 ₹1.7 L | 426 ₹1.7 L | 427 ₹1.7 L | 427 ₹1.7 L |
Updated dates
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of Road with Providing Interlocking Tile From H/o Prakash Saini to H/o Rajkumar Foji , H/o Ajay Gujjar to H/o Mahender Saini, H/o Santosh to H/o Amichand and Side Gali, Ward No.08 MC Palwal
2026_HRY_505194_1
20269A56BE15 0821 4C62 B8FB A124155BD6D0294ULB
Open Tender
Civil Works
150 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹75,000
Yes
21 Apr 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
10 Mar 2026
26 Feb 2026
EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
[11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate]
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]
[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
[6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate]
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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